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Results: 1
Influence of reconsolidation techniques and strain rate on the stiffness of undisturbed clays from triaxial tests
Authors:
Lo Presti, DCF Pallara, O Cavallaro, A Jamiolkowski, M
Citation:
Dcf. Lo Presti et al., Influence of reconsolidation techniques and strain rate on the stiffness of undisturbed clays from triaxial tests, GEOT TEST J, 22(3), 1999, pp. 211-225
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